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본 연구는 한국건설기술연구원의 주요사업인 "동결지반의 동상 해석 및 장기강도 평가 기술 개발(20210489-001)" 과제의 지원으로 수행되었으며, 이에 깊은 감사를 드립니다.
참고문헌
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